JPS5850248A - Upstair block - Google Patents

Upstair block

Info

Publication number
JPS5850248A
JPS5850248A JP56147512A JP14751281A JPS5850248A JP S5850248 A JPS5850248 A JP S5850248A JP 56147512 A JP56147512 A JP 56147512A JP 14751281 A JP14751281 A JP 14751281A JP S5850248 A JPS5850248 A JP S5850248A
Authority
JP
Japan
Prior art keywords
block
tread
stair
stair block
mortar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP56147512A
Other languages
Japanese (ja)
Inventor
古橋 喜男
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SANEI SANGYO KK
Original Assignee
SANEI SANGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SANEI SANGYO KK filed Critical SANEI SANGYO KK
Priority to JP56147512A priority Critical patent/JPS5850248A/en
Publication of JPS5850248A publication Critical patent/JPS5850248A/en
Pending legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、階段を構築する場合にユニット材として用い
られる階段ブロックの構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to the structure of a stair block used as a unit material when constructing stairs.

建築物、公゛園、道路などに階段を構築する場合従来に
おいては、第1図および第2図に示すごとき構築構造が
採用されている。
BACKGROUND OF THE INVENTION Conventionally, when constructing stairs in buildings, parks, roads, etc., construction structures as shown in FIGS. 1 and 2 have been adopted.

第1図において、1は階段基礎、2は蹴込2mと踏板2
bとを一体に成形した、断面路り字形の階段ブロック、
3は階段ブロック2を基礎1上に配設固定したモルタル
を示す。。
In Figure 1, 1 is the stair foundation, 2 is the 2m riser and the tread 2.
A stair block with a road-shaped cross section, which is integrally formed with b.
3 shows the mortar in which the stair block 2 is arranged and fixed on the foundation 1. .

また、第2図において、1は階段基礎、2は1込2Cと
踏板2dとを別体に成形した階段ブロック、3社階段ブ
ロック2を基礎1上に配設固定したモルタルを示す。
Further, in FIG. 2, 1 indicates a stair foundation, 2 indicates a stair block in which 1-inclusive 2C and a tread 2d are molded separately, and mortar in which a 3-company stair block 2 is arranged and fixed on the foundation 1.

しかして、上記いずれの構造物においても、階段ブロッ
ク材には、石材またはコンクリートが用いられるが、糖
1図に示す構造の階段ブロック2は、蹴込2aと踏板2
bとがあらかじめ一体に成形されて埴るため、第2図に
示す階段ブロック2、すなわち蹴込2Cと踏板2dとが
別体に成形されているものよりも作業工数は省略される
が、その反面、階段を下階から一段一段築いてゆく場合
、蹴込2aと踏IIjL2bとの接合部コーナA付近に
モルタル3が入り難く、モルタル打込作業が煩雑になる
うらみがある。また、既述のように、その形状は、断面
路り字形であるため、蹴込2Cと踏板2dとが別体に成
形された第2図の階段ブロック2に比較して輸送時O嵩
張抄は大きくなり、−回ごとの輸送量が制限される難点
がある。
Therefore, in any of the above structures, stone or concrete is used as the stair block material, but the stair block 2 having the structure shown in Fig. 1 has risers 2a and treads 2.
b are integrally molded and carved in advance, the number of man-hours required is reduced compared to the stair block 2 shown in FIG. 2, in which the riser 2C and the tread 2d are molded separately. When building stairs step by step from the bottom floor, it is difficult to insert the mortar 3 near the corner A of the joint between the riser 2a and the tread IIjL2b, making the mortar driving work complicated. In addition, as mentioned above, since the shape is a cross-sectional shape, it is bulkier during transportation compared to the stair block 2 of FIG. 2 in which the riser 2C and the tread 2d are formed separately The disadvantage is that the amount of transport per shipment is limited.

これに対し、第2図に示す構造の階段ブロック2は、蹴
込20と踏板2dとが別体に成形されているため、階段
を下階から一段一段築いてゆく場合、第1図の場合より
もモルタル打込作業は容易であり、輸送時の嵩張りも小
さくなるが、その反面、痕込2Cと剛板2dとをそれぞ
れ別異にモルタル接着する必俊があるため、作業工数は
第1図の場合よりも増すことになる。
On the other hand, in the stair block 2 having the structure shown in Fig. 2, the risers 20 and the treads 2d are molded separately, so when building the stairs one step at a time from the bottom floor, it is easier to build up the stairs than in the case of Fig. 1. Although the mortar work is easy and the bulk during transportation is reduced, on the other hand, since it is necessary to bond the indentation 2C and the rigid plate 2d with mortar separately, the number of man-hours is the first. This will increase compared to the case shown in the figure.

本発明は、以上の点を考慮してなされたものであって、
その目的とするところは、モルタル打込作業性の簡略化
と作業工数の低減化とを同時にはかり、しかも資材輸送
時の嵩張りを小さくすることのできる、新しい階段ブロ
ックを提供しようとするものである。
The present invention has been made in consideration of the above points, and includes:
The objective is to provide a new stair block that simultaneously simplifies mortar pouring work and reduces work man-hours, while also reducing bulk when transporting materials. be.

本発明は、階段用胤込部材と蹄板部駒とをそれぞれ平板
状に成形するとともに、上記1込部材と踏板部材とを、
屈曲変形可能な連結部材を介して一体に並置連接してな
ることを%命とするものである。
In the present invention, the stairway parting member and the hoof board piece are each formed into a flat plate shape, and the above-mentioned one parting member and the tread member are
They are designed to be integrally juxtaposed and connected via a connecting member that can be bent and deformed.

以下、本発明を、第3図ないし第6図の一実施例にもと
づいて説明する。第5図は本発明階段ブロックの製造時
にお叶る縦断面図、第6図は第5図の平面図であって、
階段ブロック2は、1込部材2Cと踏板部材2fとより
なす、蹴込部材2eと剛板部材2fとは、それぞれコン
クリートにより平板状に成形されている。なお、上記し
た蹴込部材2eと踏板部材2fとは、コンクリート以外
に、たとえば粉末石材、砂およびセメントを混合かく拌
して得られる、いわゆる人工石を用いることもある。4
#i鉄筋であって、鉄筋4は、底地部材2eと踏板部材
2fとにまたがって埋設されている。
The present invention will be explained below based on an embodiment shown in FIGS. 3 to 6. FIG. 5 is a longitudinal cross-sectional view obtained when manufacturing the stair block of the present invention, and FIG. 6 is a plan view of FIG. 5.
The stair block 2 is made up of a single-piece member 2C and a tread member 2f, and the riser member 2e and rigid plate member 2f are each formed into a flat plate shape from concrete. In addition to concrete, so-called artificial stone obtained by mixing and stirring powdered stone, sand, and cement may be used for the above-mentioned riser member 2e and tread member 2f. 4
The #i reinforcing bars 4 are buried astride the base member 2e and the tread member 2f.

以上の構成において、階段ブロック2を構成す石1込部
材2eおよび剛板部材2fは、製品製造後、適宜の時期
に屈曲加工されるものであり、現地施工に際しては、第
3図および第4図に示すように、多数の階段ブロック2
t−、モルタル3t−介して基礎1上に配設固定してな
るものである。すなわち、断面時り字形に折り曲げられ
たーの階段ブロック2の敵地部材2C上には、他の階段
ブロック2の踏板部材21が乗り、以下、この作業をく
り返すことにより、階段り下階から上階へと築き上げら
れてゆく。なお、踏板部材2fに対し縦辺部材eを折り
曲げて形成される間隙部分(第4図に符号Gで示す部分
)を小さくするためには、第5図に示す1込部材2eと
踏板部材2fとの各合わせ面5.5間に鉄筋4ができる
だけ算呈しないようにしなければならないが、そのため
には、上記縦辺部材2eおよび踏板部材2重の←←←番
5付近における鉄筋4を、その屈曲方図と反対寄りに位
置させて埋設するとよい。また、縦辺部材2eと踏板部
−材21との屈曲に際しては、その両合わせ[5,5間
に、モルタルその他の接着剤を塗付すれば、鉄筋4の腐
食を効果的に防止することができる7 第7図および第8図に本発明の他の実施例を示す。
In the above configuration, the stone 1-containing member 2e and the rigid plate member 2f that make up the stair block 2 are bent at an appropriate time after the product is manufactured. As shown in the figure, a large number of stair blocks 2
It is arranged and fixed on the foundation 1 through mortar 3t. That is, the tread member 21 of the other stair block 2 is placed on the base member 2C of the stair block 2 bent in the cross section, and by repeating this operation, the lower floor of the staircase is It is built up from the top to the upper floors. Note that in order to reduce the gap formed by bending the vertical side member e with respect to the tread member 2f (the part indicated by the symbol G in FIG. 4), the one-piece member 2e and the tread member 2f shown in FIG. It is necessary to minimize the presence of reinforcing bars 4 between the respective mating surfaces 5.5, but in order to do so, the reinforcing bars 4 near No. 5 of the vertical side member 2e and the double tread member should be It is best to bury it in a position opposite to the direction of the bend. Furthermore, when bending the vertical side member 2e and the tread member 21, corrosion of the reinforcing bars 4 can be effectively prevented by applying mortar or other adhesive between the two parts [5, 5]. Other embodiments of the present invention are shown in FIGS. 7 and 8.

第7図の実施例においては、踏板部材2fの上面に滑止
#I#6を設け、さらに踏板部材2fの下面にλ込かん
合凹部7を設け、との凹部7に、下階に位置する階Rフ
ロック2の縦辺部材2et−かん入させた場合を示した
In the embodiment shown in FIG. 7, a non-slip #I#6 is provided on the upper surface of the tread member 2f, and a λ engagement recess 7 is provided on the lower surface of the tread member 2f. The case where the vertical side member 2et of the floor R flock 2 is inserted is shown.

第8図の実施例においては、直辺部材2eと踏板部材2
fとの接合部付近に位置する鉄筋4′の横幅を広くとり
一1〆込部材2eとII&板部材2fとの屈一部強直向
上化をはかった場合を例示し次。
In the embodiment shown in FIG. 8, the right side member 2e and the tread member 2
The following is an example of a case in which the width of the reinforcing bar 4' located near the joint with f is widened to improve the stiffness of the bending part between the closing member 2e and the plate member 2f.

本発明は以上の構成よりなり、本発明の効果を列挙する
と下記のとおりである。
The present invention has the above configuration, and the effects of the present invention are listed below.

(1)  階段ブロック2を構成する厩込部材2eと踏
板部材2fとは、屈曲変形可能な連結部材4を介して一
体に取り付けられているため、現地作業に際し、連結部
材4を折り曲けるだけで練込と剛板とが立体的に構成さ
れ、第2図に示す従来例のように、敗退2Cと踏板2d
とを別異にモルタル接着する必要がなく、シたがって第
1図に示す従来例と同様、作業工数は少なくて済むつな
お、第5図に符号5.5で示す1込部材2e七踏板部材
2fとの合わせ面の傾斜角を変えてやれば、踏板部材2
1に対して電通部材2eを折り曲げた場合のコーナ角度
を適宜変臭することができる。
(1) The stairway block member 2e and the tread member 2f that make up the stair block 2 are integrally attached via the bendable and deformable connecting member 4, so that the connecting member 4 can be simply bent during on-site work. The nerikomi and the rigid board are constructed three-dimensionally, and as in the conventional example shown in Fig.
There is no need to separately bond the parts with mortar, and therefore, the number of man-hours is reduced as in the conventional example shown in Fig. 1. By changing the inclination angle of the mating surface with member 2f, the tread member 2
The corner angle when the electrically conductive member 2e is bent relative to the electrically conductive member 2e can be changed as appropriate.

(2)階段を上階から上階へ築いてゆく場合、−の階段
ブロック2の立上り背部(底地部材2eの背部)にモル
タル打ちを完了し友後、当該1込部材2eの上部に他の
階段ブロック2の踏板部材2fが乗るため、第1図のよ
うにモルタル打込作業が煩雑となることはなく、第2図
の場合と同様、その作業を簡略化することができる− (3)  J11′込部材2eと踏板部材2tとは、工
場製作に際し、平板状に成形されるものであるため、そ
の製作は、第1図に示す立体状のものに比べて容易であ
り、しかも輸送時の嵩張りも小さくて済むっ 以上、詳述したように、本発明によれば、モルタル打込
作業性の簡略化と作業工数の低減化とを同時にはかり、
しかも資材輸送時の嵩張りを小さくすることのできる、
新しい階段ブロックを提供することができる。
(2) When building stairs from the upper floor to the upper floor, complete mortaring on the rising back of the - staircase block 2 (the back of the base material 2e), Since the tread member 2f of the stair block 2 rests on the stair block 2, the mortar driving work does not become complicated as shown in Fig. 1, and the work can be simplified as in the case of Fig. 2. ) The J11'-included member 2e and the treadle member 2t are formed into flat plate shapes during factory manufacturing, so they are easier to manufacture than the three-dimensional ones shown in Fig. 1, and are easier to transport. As described in detail, according to the present invention, it is possible to simultaneously simplify mortar driving workability and reduce the number of work steps.
Furthermore, it is possible to reduce the bulk when transporting materials.
New stair blocks can be provided.

なお、図示実施例においては、本発明の階段ブロック2
f:、基礎1上にモルタル3を介して配設(支)足した
場合について例示したが、その他、たとえば、基礎l上
に左右一対の鉄骨材を取り付け、その左右一対の鉄骨材
間にビーム材を張設し、こし込んだ後、鉄筋4にその連
結金具の一端を係止し、この連結金具の他端と鉄骨材側
にあらかじめ付設されている連結金具とを、止具を介し
て機械的に連結するようにすれば、モルタル30打込を
省略した階段を得ることもできるう
In addition, in the illustrated embodiment, the stair block 2 of the present invention
f:, Although we have illustrated the case where it is installed (supported) on the foundation 1 via the mortar 3, in addition, for example, a pair of left and right steel frames is installed on the foundation l, and a beam is installed between the pair of left and right steel frames. After the material is stretched and pushed in, one end of the connecting metal fitting is locked to the reinforcing bar 4, and the other end of this connecting metal fitting is connected to the connecting metal fitting previously attached to the steel frame material side via a stopper. If they are connected mechanically, it is possible to obtain stairs that do not require pouring mortar.

【図面の簡単な説明】[Brief explanation of drawings]

第1図および第2図はいずれも従来源階段ブロックの構
築構造説明図、@3図ないし第6図は本発明の一実施例
を示し、第3図は本発明階段ブロックの構築構造説明図
、第47は第3図の一部拡大断面図、第5図は本発明階
段ブロックの製造時における縦断面図、第6図は第5図
の平面図、第7図は本発明の他の実施例を示す階段ブロ
ックの構築構造説明−1第8図は本発明のさらに他の実
施例を示す階段ブロックの製造時における平−図である
。 2・・・階段ブロック、2e・・・取込部材、2f・・
・踏板部材、4・・・鉄筋。 牙1図 1・2図 牙3図 +5図 オ6図
Figures 1 and 2 are both explanatory diagrams of the construction structure of the conventional stair block, Figures 3 to 6 show an embodiment of the present invention, and Figure 3 is an explanatory diagram of the construction structure of the stair block of the present invention. , 47 is a partially enlarged sectional view of FIG. 3, FIG. 5 is a longitudinal sectional view of the stair block of the present invention during manufacture, FIG. 6 is a plan view of FIG. 5, and FIG. 7 is a partially enlarged sectional view of FIG. DESCRIPTION OF CONSTRUCTION STRUCTURE OF STAIR BLOCK SHOWING EMBODIMENT-1 FIG. 8 is a plan view of a stair block showing still another embodiment of the present invention at the time of manufacture. 2... Stair block, 2e... Intake member, 2f...
・Treadboard member, 4...Reinforcing bar. Fang 1 figure 1 and 2 Fang figure 3 + 5 figure O 6 figure

Claims (1)

【特許請求の範囲】[Claims] 1、階段用蹴込部材と踏板部材とをそれぞれ平板状に成
形するとともに、上記蹴込部材と踏板部材とを、屈曲変
形可能な連結部材を介して一体に並置連接してなること
を特徴とする階段ブロック。
1. A staircase characterized in that a stair riser member and a tread member are each formed into a flat plate shape, and the riser member and tread member are integrally juxtaposed and connected via a bendable and deformable connecting member. block.
JP56147512A 1981-09-18 1981-09-18 Upstair block Pending JPS5850248A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56147512A JPS5850248A (en) 1981-09-18 1981-09-18 Upstair block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56147512A JPS5850248A (en) 1981-09-18 1981-09-18 Upstair block

Publications (1)

Publication Number Publication Date
JPS5850248A true JPS5850248A (en) 1983-03-24

Family

ID=15432017

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56147512A Pending JPS5850248A (en) 1981-09-18 1981-09-18 Upstair block

Country Status (1)

Country Link
JP (1) JPS5850248A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61169563A (en) * 1985-01-22 1986-07-31 株式会社竹中工務店 Construction of upstairs
JPH0439228U (en) * 1990-08-01 1992-04-02
JPH0510010A (en) * 1991-06-13 1993-01-19 Noriko Kubota L-shaped step block integrated with base stone

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61169563A (en) * 1985-01-22 1986-07-31 株式会社竹中工務店 Construction of upstairs
JPH0414224B2 (en) * 1985-01-22 1992-03-12 Takenaka Komuten Co
JPH0439228U (en) * 1990-08-01 1992-04-02
JPH0510010A (en) * 1991-06-13 1993-01-19 Noriko Kubota L-shaped step block integrated with base stone

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